Skip to main content
SpringerLink
Log in

Reinforced Concrete Fracture Diagnostics under Conditions of Bending by Parameters of the Electric Response to an Impact Action

  • SOLID STATE
  • Published:
Technical Physics Aims and scope Submit manuscript

Abstract

Regularities of changes in the stress-strain state of reinforced concrete in the process of testing for four-point bending have been studied. The change in characteristics of the electric response to an impact action in the process of a sequential increase in the external load has been analyzed. Regularities in the relation between parameters of the electric response to the impact action and stages of the stress-strain state of reinforced beams in the process of bending have been revealed. Criteria of determining stages of reinforced beam destruction by parameters of the electric response are proposed.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Log in via an institution

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Fig. 1.
Fig. 2.
Fig. 3.
Fig. 4.
Fig. 5.
Fig. 6.
Fig. 7.
Fig. 8.

Similar content being viewed by others

REFERENCES

  1. S. S. Pendhari, T. Kant, and Y. M. Desai, Compos. Struct. 84, 114 (2008).

    Article  Google Scholar 

  2. V. Gribniak, G. Kaklauskas, L. Torres, A. Daniunas, E. Timinskas, and E. Gudonis, Compos. Part B: Eng. 50, 158 (2013).

    Article  Google Scholar 

  3. I. Paegle, F. Minelli, and G. Fischer, Cem. Concr. Compos. 73, 147 (2016).

    Article  Google Scholar 

  4. F. Yan, Z. Lin, and M. Yang, Compos. Part B: Eng. 98, 56 (2016).

    Article  Google Scholar 

  5. D. G. Aggelis, D. V. Soulioti, N. Sapouridis, N. M. Bar-koula, A. S. Paipetis, and T. E. Matikas, Constr. Build. Mater. 25, 4126 (2011).

    Article  Google Scholar 

  6. S. Y. Alam and A. Loukili, Int. J. Fract. 206, 49 (2017).

    Article  Google Scholar 

  7. A. Kyriazopoulos, C. Anastasiadis, D. Triantis, and C. J. Brown, Constr. Build. Mater. 29, 1980 (2011).

    Article  Google Scholar 

  8. A. Alexandridis, D. Triantis, I. Stavrakas, and C. Stergiopoulos, Constr. Build. Mater. 30, 294 (2012).

    Article  Google Scholar 

  9. S. O. Gade, B. B. Alaca, and M. G. R. Sause, J. Nondestr. Eval. 36, 21 (2017).

    Google Scholar 

  10. C. Hsiao, C.-C. Cheng, T. Liou, and Y. Juang, NDT&E Int. 41, 98 (2008).

    Article  Google Scholar 

  11. K. Krzemień and I. Hager, Constr. Build. Mater. 96, 155 (2015).

    Article  Google Scholar 

  12. H. Song and J. S. Popovics, Cem. Concr. Compos. 83, 111 (2017).

    Article  Google Scholar 

  13. C.-W. In, F. Schempp, J.-Y. Kim, and L. J. Jacobs, J. Nondestr. Eval. 34, 272 (2015).

    Google Scholar 

  14. A. Quiviger, C. Payan, J.-F. Chaix, V. Garnier, and J. Salin, NDT&E Int. 45, 128 (2012).

    Article  Google Scholar 

  15. Kh. F. Makhmudov, M. G. Menzhulin, M. V. Zakharyan, U. Sultonov, and Z. M. Abdurakhmanov, Tech. Phys. 60, 1651 (2015).

    Article  Google Scholar 

  16. G. Fengqi, Y. Zhiwu, L. Peng, and D. Zhi, Res. Nondestr. Eval. 27, 26 (2015).

    Google Scholar 

  17. A. Seppänen, M. Hallaji, and M. Pour-Ghaz, Struct. Health. Monit. 16, 215 (2017).

    Article  Google Scholar 

  18. T. V. Fursa, D. D. Dann, and M. V. Petrov, Constr. Build. Mater. 155, 451 (2017).

    Article  Google Scholar 

  19. T. V. Fursa, D. D. Dann, M. V. Petrov, and A. E. Lykov, J. Nondestr. Eval. 36, 30 (2017).

    Google Scholar 

  20. T. V. Fursa, G. E. Utsyn, D. D. Dann, and M. V. Petrov, Russ. J. Nondestr. Test. 53, 104 (2017).

    Article  Google Scholar 

  21. V. P. Surzhikov, P. I. Fedotov, and N. N. Khorsov, Tech. Phys. 60, 385 (2015).

    Article  Google Scholar 

  22. Y. Lin and M. Sansalone, J. Acoust. Soc. Am. 91, 885 (1992).

    Article  ADS  Google Scholar 

Download references

ACKNOWLEDGMENTS

This work was supported by the Russian Science Foundation, project no. 16-19-10119.

Author information

Authors and Affiliations

  1. Tomsk Polytechnic University, 634050, Tomsk, Russia

    T. V. Fursa, D. D. Dann & M. V. Petrov

  2. University of Washington, Department of Materials Science and Engineering, 98195, Seattle, United States

    A. N. Sokolovskii

Authors
  1. T. V. Fursa
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. D. D. Dann
    View author publications

    You can also search for this author in PubMed Google Scholar

  3. M. V. Petrov
    View author publications

    You can also search for this author in PubMed Google Scholar

  4. A. N. Sokolovskii
    View author publications

    You can also search for this author in PubMed Google Scholar

Corresponding author

Correspondence to T. V. Fursa.

Additional information

Translated by A. Nikol’skii

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Fursa, T.V., Dann, D.D., Petrov, M.V. et al. Reinforced Concrete Fracture Diagnostics under Conditions of Bending by Parameters of the Electric Response to an Impact Action. Tech. Phys. 64, 78–85 (2019). https://doi.org/10.1134/S1063784219010110

Download citation

  • Received:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1134/S1063784219010110

Search

Navigation